IS 269 : 2013
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Indian Standard
ORDINARY PORTLAND CEMENT,
33 GRADE — SPECIFICATION
( Fifth Revision )
ICS 91.100.10
© BIS 2013
BUREAU OF INDIAN STANDARDS
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DELHI 110002
March 2013
Price Group 5
Cement and Concrete Sectional Committee, CED 2
FOREWORD
This Indian Standard (Fifth Revision) was adopted by the Bureau of Indian Standards, after the draft finalized by
the Cement and Concrete Sectional Committee had been approved by the Civil Engineering Division Council.
This standard was first published in 1951 and subsequently revised in 1958, 1967, 1976 and 1989. This revision
incorporates the experience gained with the use of this standard and brings the standard in line with the latest
developments in this field.
Since the fourth revision of this standard, a large number of amendments were issued from time-to-time in order
to modify various requirements based on experience gained with the use of the standard and the requirements of
the users, and also keeping in view the raw materials available in the country and found suitable for the manufacture
of cement. The important amendments included: use of performance improvers for addition during clinker grinding
stage, incorporation of requirement of chloride content for the cement used in structures other than prestressed
concrete, permitting use of 25 kg, 10 kg, 5 kg, 2 kg and 1 kg bags for packing of cement, and requirements of
packing cement for export. In view of the large number of amendments, the Sectional Committee decided to
bring out this fifth revision of the standard incorporating all these amendments so as to make it more convenient
for the users. Further, following are the significant modifications incorporated in this revision:
a)
Requirement for insoluble residue has been specified as 5.0 percent, maximum irrespective of addition
of performance improver(s) or otherwise.
b) An upper limit of compressive strength at 28 days, equal to the minimum requirement plus 15 MPa, has
been incorporated.
c) SO3 content requirement has been revised to 3.5 percent maximum irrespective of C3A content, primarily
to accommodate use of coal/pet coke as fuel which may have higher sulphur content; subject to the
cement conforming to all the requirements of the standard.
d) A clause has been introduced requiring manufacturer to furnish a certificate indicating alkali content if
required by the purchaser.
e) Requirement of marking of type and amount of performance improver(s) on the bag has been incorporated.
f) Requirement of testing the cement samples at the earliest but not later than 3 months since the receipt of
samples for testing, has been included.
With the increase in SO3 content limit in this revision, suitable caution needs to be exercized for limiting the
sulphates in concrete in accordance with the provision of IS 456 : 2000 ‘Code of practice for plain and reinforced
concrete (fourth revision)’.
Quantity of cement packed in bags and the tolerance requirements for the quantity of cement packed in bags shall
be in accordance with the relevant provisions of the Standards of Weights and Measures (Packaged Commodities)
Rules, 1977 and B-1.2 (see Annex B). Any modification in these rules in respect of tolerance on quantity of
cement would apply automatically to this standard.
This standard contains Sl No. (viii) of Table 2 and 12.2.1 which give option to the purchaser and Sl No. (v) of
Table 3 and 9.2, 9.3, 9.4 and 9.4.3, which call for agreement between the purchaser and the supplier.
The composition of the technical Committee responsible for the formulation of this standard is given in Annex C.
For the purpose of deciding whether a particular requirement of this standard is complied with, the final value,
observed or calculated, expressing the result of a test or analysis, shall be rounded off in accordance with IS 2 : 1960
‘Rules for rounding off numerical values (revised)’. The number of significant places retained in the rounded off
value should be the same as that of the specified value in this standard.
IS 269 : 2013
Indian Standard
ORDINARY PORTLAND CEMENT,
33 GRADE — SPECIFICATION
( Fifth Revision )
1 SCOPE
and argillaceous and/or other silica, alumina or iron
oxide bearing materials, burning them at a clinkering
temperature and grinding the resultant clinker so as to
produce a cement capable of complying with this
standard. No material shall be added after burning,
other than gypsum (natural mineral or chemical,
see Note), water, performance improver(s), and not
more than a total of 1.0 percent of air-entraining agents
or other agents including colouring agents, which have
proved not to be harmful.
This standard covers the manufacture and chemical and
physical requirements of 33 grade ordinary Portland
cement.
2 REFERENCES
The standards given in Annex A contain provisions
which, through reference in this text, constitute
provisions of this standard. At the time of publication,
the editions indicated were valid. All standards are
subject to revision and parties to agreements based on
this standard are encouraged to investigate the
possibility of applying the most recent editions of the
standards indicated in Annex A.
NOTE — Chemical gypsum shall be added provided that the
performance requirements of the final product as specified in
this standard are met with.
4.1.1 Limit of addition of performance improver shall
be as given in Table 1 and shall be inclusive of 1 percent
additives as mentioned above.
3 TERMINOLOGY
For the purpose of this standard, the definitions given
in IS 4845 shall apply.
If a combination of above performance improvers is
added, the maximum limit of total addition shall be
5 percent.
4 MANUFACTURE
5 CHEMICAL REQUIREMENTS
4.1 Ordinary Portland cement, 33 grade shall be
manufactured by intimately mixing together calcareous
When tested in accordance with the methods given in
Table 1 Performance Improvers
(Clause 4.1.1)
Sl No.
Performance
Improver
Percentage Addition
by Mass, Max
Requirement
(1)
(2)
(3)
(4)
i)
ii)
iii)
iv)
Fly ash
Granulated slag
Silica fume
Limestone
5
5
5
5
v)
Rice husk ash
5
vi)
Metakaolin
5
Conforming to IS 3812 (Part 1)
Conforming to IS 12089
Conforming to IS 15388
CaCO3 content calculated from CaO content shall not be less than 75 percent
when tested in accordance with IS 1760 (Part 3)
a) Reactive silica shall not be less than 80 percent when tested as per IS
3812 (Part 1)
b) Pozzolanic activity index shall not be less than 90 percent when tested as
per 10 of 1S 1727
c) Loss on ignition shall not be more than 5.0 percent when tested as per
IS 1727
a) Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) in percent by mass
shall not be less than 94.0 percent when tested as per IS 1727
b) Loss on ignition shall not be more than 2.0 percent when tested as per
IS 1727
c) Total alkalis as sodium oxide (as Na2O equivalent) in percent by mass
shall not be more than 1.5 percent when tested as per IS 4032
d) Particles retained on 45 micron IS sieve (wet sieving) shall not be more
than 1.5 percent when tested as per 1S 1727
1
IS 269 : 2013
6 PHYSICAL REQUIREMENTS
IS 4032, ordinary Portland cement, 33 grade shall
comply with the chemical requirements given in
Table 2.
Ordinary Portland cement, 33 grade shall comply with
the physical requirements given in Table 3.
Table 2 Chemical Requirements for Ordinary Portland Cement, 33 Grade
(Foreword and Clause 5)
Sl No.
(1)
i)
Characteristic
(2)
Requirement
(3)
Ratio of percentage of lime to percentages of silica,
alumina and iron oxide, when calculated by the formula:
0.66-1.02
CaO – 0.7 SO3
2.8 SiO 2 + 1.2 Al2 O3 + 0.65 Fe 2 O3
ii)
iii)
iv)
v)
vi)
vii)
viii)
Ratio of percentage of alumina to that of iron oxide, Min
Insoluble residue, percent by mass, Max
Magnesia, percent by mass, Max
Total sulphur content calculated as sulphuric anhydride
(SO3), percent by mass, Max
Loss on ignition, percent by mass, Max
Chloride content, percent by mass, Max
Alkali content
0.66
5.0
6.0
3.5
5.0
0.1
0.05 (for prestressed structures, see Note)
NOTE — Alkali aggregates reactions have been noticed in aggregates in some parts of the country. On large and important jobs where
the concrete is likely to be exposed to humid atmosphere or wetting action, it is advisable that the aggregate be tested for alkali
aggregate reaction. In the case of reactive aggregates, the use of cement with alkali content below 0.6 percent expressed as sodium
oxide (Na2O), is recommended. Where, however, such cements are not available, use of alternative means may be resorted to for which
a reference may be made to 8.2.5.4 of IS 456. If so desired by the purchaser, the manufacturer shall carry out test for alkali content.
Table 3 Physical Requirements for Ordinary Portland Cement, 33 Grade
(Foreword and Clause 6)
Sl No.
(1)
i)
ii)
iii)
iv)
v)
Characteristic
Requirement
(2)
(3)
Fineness, m2/kg, Min
Soundness:
a) By Le Chatelier method, mm, Max
b) By autoclave test method, percent, Max
Setting time:
a) Initial, min, Min
b) Final, min, Max
Compressive strength, MPa (see Note 4):
a) 72 ± 1 h, Min
b) 168 ± 2 h, Min
c) 672 ± 4 h, Min
Max
Transverse strength (optional)
225
10
0.8
Method of Test,
Ref to
(4)
IS 4031 (Part 2)
IS 4031 (Part 3)
See Note 1
IS 4031 (Part 5)
30
See Note 2
600
IS 4031 (Part 6)
16
22
33
48
See Notes 3 and 4
IS 4031 (Part 8)
NOTES
1 In the event of cements failing to comply with any one or both the requirements of soundness specified in this table, further tests in
respect of each failure shall be made as described in IS 4031 (Part 3), from another portion of the same sample after aeration. The
aeration shall be done by spreading out the sample to a depth of 75 mm at a relative humidity of 50 to 80 percent for a total period of
7 days. The expansion of cements so aerated shall be not more than 5 mm and 0.6 percent when tested by Le Chatelier method and
autoclave test respectively.
2 If cement exhibits false set, the ratio of final penetration measured after 5 min of completion of mixing period to the initial
penetration measured exactly after 20 s of completion of mixing period, expressed as percent, shall be not less than 50. In the event
of cement exhibiting false set, the initial and final setting time of cement when tested by the method described in IS 4031 (Part 5) after
breaking the false set, shall conform to the value given in this table.
3 By agreement between the purchaser and the manufacturer, transverse strength test of plastic mortar in accordance with the method
described in IS 4031 (Part 8) may be specified. The permissible values of the transverse strength shall be mutually agreed to between
the purchaser and the supplier at the time of placing the order.
4 Notwithstanding the compressive and transverse strength requirements specified as per this table, the cement shall show a progressive
increase in strength from the strength at 72 h.
2
IS 269 : 2013
7 STORAGE
9.3 Supplies of cement in bulk may be made by
arrangement between the purchaser and the supplier
(manufacturer or stockist).
The cement shall be stored in such a manner as to
permit easy access for proper inspection and
identification, and in a suitable weather-tight building
to protect the cement from dampness and to minimize
warehouse deterioration (see also IS 4082).
NOTE — A single bag or container containing 1 000 kg and
more, net quantity of cement shall be considered as the bulk
supply of cement. Supplies of cement may also be made in
intermediate bags/containers, for example, drums of 200 kg,
by agreement between the purchaser and the manufacturer.
8 MANUFACTURER’S CERTIFICATE
9.4 When cement is intended for export and if the
purchaser so requires, packing of cement may be done
in bags or in drums with net quantity of cement per
bag or drum as agreed to between the purchaser and
the manufacturer.
8.1 The manufacturer shall satisfy himself that the
cement conforms to the requirements of this standard
and, if requested, shall furnish a test certificate to this
effect to the purchaser or his representative, within ten
days of testing of the cement (except for 28 days
compressive strength test results, which shall be
furnished after completion of the test). The type and
percentage addition of performance improver(s) shall
also be indicated in the certificate.
9.4.1 For this purpose, the permission of the certifying
authority shall be obtained in advance for each export
order.
9.4.2 The words ‘FOR EXPORT’ and the net quantity
of cement per bag/drum shall be clearly marked in
indelible ink on each bag/drum.
8.2 The manufacturer shall furnish a certificate
indicating the alkali content, if requested.
9.4.3 The packing material shall be as agreed to
between the manufacturer and the purchaser.
9 PACKING
9.4.4 The tolerance requirements for the quantity of
cement packed in bags/drum shall be as given in 9.2.1
except the net quantity which shall be equal to or more
than the quantity in 9.4.
9.1 The cement shall be packed in any of the following
bags:
a) jute sacking bag conforming to IS 2580;
b) multi-wall paper sacks conforming to
IS 11761;
c) light weight jute conforming to IS 12154;
d) HDPE/PP woven sacks conforming to
IS 11652;
e) jute synthetic union bags conforming to
IS 12174; or
f) any other approved composite bag.
10 MARKING
10.1 Each bag of cement shall be legibly and indelibly
marked with the following:
a)
Manufacturer’s name and his registered trademark;
b) The words ‘Ordinary Portland Cement, 33
Grade’;
c) Net quantity, in kg;
d) The words ‘Use no hooks’;
e) Batch/Control unit number in terms of week,
month and year of packing;
f) Address of the manufacturer; and
g) Type and percentage of performance
improver(s) added, in case of addition of
performance improvers.
Bags shall be in good condition at the time of
inspection.
9.1.1 The net quantity of cement per bag shall be 50 kg
subject to provisions and tolerance given in Annex B.
9.2 The net quantity of cement per bag may also be
25 kg, 10 kg, 5 kg, 2 kg or 1 kg subject to tolerances
as given in 9.2.1 and packed in suitable bags as agreed
to between the purchaser and the manufacturer.
10.2 Similar information shall be provided in the
delivery advices accompanying the shipment of packed
or bulk cement and on cement drums (see 9.3).
9.2.1 The number of bags in a sample taken for
weighment showing a minus error greater than 2
percent of the specified net quantity shall be not more
than 5 percent of the bags in the sample. Also the minus
error in none of such bags in the sample shall exceed
4 percent of the specified net quantity of cement in the
bag. However, the average of net quantity of cement
in a sample shall be equal to or more than 25 kg, 10 kg,
5 kg, 2 kg or 1 kg, as the case may be.
10.3 BIS Certification Marking
The cement may also be marked with the Standard
Mark.
10.3.1 The use of the Standard Mark is governed by
the provisions of the Bureau of Indian Standards Act,
3
IS 269 : 2013
12.2 Independent Testing
1986 and the Rules and Regulations made thereunder.
The details of conditions under which a license for the
use of the Standard Mark may be granted to
manufacturers or producers may be obtained from the
Bureau of Indian Standards.
12.2.1 If the purchaser or his representative requires
independent tests, the samples shall be taken before or
immediately after delivery at the option of the purchaser
or his representative, and the tests shall be carried out in
accordance with this standard on the written instructions
of the purchaser or his representative.
11 SAMPLING
11.1 A sample or samples for testing may be taken by the
purchaser or his representative, or by any person appointed
to superintend the work for the purpose of which the
cement is required or by the latter’s representative.
12.2.2 The manufacturer/supplier shall supply, free of
charge, the cement required for testing. Unless
otherwise specified in the enquiry and order, the cost
of the tests shall be borne as follows:
11.1.1 The samples shall be taken within three weeks
of the delivery and all the tests shall be commenced
within one week of sampling.
a)
By the manufacturer/supplier, if the results
show that the cement does not comply with
the requirements of this standard, and
b) By the purchaser, if the results show that the
cement complies with the requirement of this
standard.
11.1.2 When it is not possible to test the samples within
one week, the samples shall be packed and stored in
air-tight containers and tested at the earliest but not
later than 3 months since the receipt of samples for
testing.
12.2.3 After a representative sample has been drawn,
tests on the sample shall be carried out as expeditiously
as possible (see 11.1.1 and 11.1.2).
11.2 In addition to the requirements of 11.1, the
methods and procedure of sampling shall be in
accordance with IS 3535.
13 REJECTION
13.1 Cement may be rejected if it does not comply
with any of the requirements of this standard.
11.3 The manufacturer or the supplier shall afford every
facility, and shall provide all labour and materials for
taking and packing the samples for testing the cement
and for subsequent identification of cement sampled.
13.2 Cement remaining in bulk storage at the factory,
prior to shipment, for more than six months, or cement
in bags, in local storage such as, in the hands of a
vendor for more than 3 months after completion of
tests, shall be retested before use and shall be rejected
if it fails to conform to any of the requirements of this
standard.
12 TESTS
12.1 The sample or samples of cement for test shall be
taken as described in 11 and shall be tested in the
manner described in the relevant clauses.
ANNEX A
(Clause 2)
LIST OF REFERRED INDIAN STANDARDS
IS No.
456 : 2000
650 : 1991
1727 : 1967
1760 (Part 3) :
1992
IS No.
2580 : 1995
Title
Code of practice plain and reinforced
concrete (fourth revision)
Specification for standard sand for
testing of cement (second revision)
Methods of test for pozzolanic
materials (first revision)
Methods of chemical analysis of
limestone, dolomite and allied
materials: Part 3 Determination of
iron oxide, alumina, calcium oxide
and magnesia (first revision)
3535 : 1986
3812 (Part 1) :
2013
4031
4
Title
Textiles — Jute sacking bags for
packing cement — Specification
(third revision)
Methods of sampling hydraulic
cement (first revision)
Specification for pulverized fuel ash:
Part 1 For use as pozzolana in
cement, cement mortar and concrete
(third revision)
Methods of physical tests for
hydraulic cement:
IS 269 : 2013
IS No.
Title
( Part 2 ) : 1999 Determination of fineness by specific
surface by Blaine air permeability
method (second revision)
( Part 3 ) : 1988 Determination of soundness (first
revision)
( Part 5 ) : 1988 Determination of initial and final
setting times (first revision)
( Part 6 ) : 1988 Determination of compressive
strength of hydraulic cement (other
than masonry cement) (first revision)
( Part 8 ) : 1988 Determination of transverse and
compressive strength of plastic
mortar using prism (first revision)
4032 : 1985
Methods of chemical analysis of
hydraulic cement (first revision)
4082 : 1996
Recommendations on stacking and
storage of construction materials and
components at site (second revision)
IS No.
4845 : 1968
4905 : 1968
11652 : 1986
11761 : 1986
12089 : 1987
12154 : 1987
12174 : 1987
15388 : 2003
Title
Definitions and terminology relating
to hydraulic cement
Methods for random sampling
Specification for high density
polyethylene (HDPE)/polypropylene
(PP) woven sacks for packing cement
(second revision)
Specification for multi-wall paper
sacks for cement (first revision)
Specification for granulated slag
for manufacture of Portland slag
cement
Light weight jute bags for packing
cement
Jute synthetic union bags for packing
cement
Specification for Silica fume
ANNEX B
(Foreword and Clause 9.1.1)
TOLERANCE REQUIREMENTS FOR THE QUANTITY OF CEMENT PACKED IN BAGS
B-1 The average of the net quantity of cement packed
in bags at the plant in a sample shall be equal to or
more than 50 kg. The number of bags in a sample shall
be as given below:
Batch Size
100-150
151-280
281-500
501-1 200
1 201-3 200
3 201 and over
(50 kg) shall be not more than 5 percent of the bags in
the sample. Also the minus error in none of such bags
in a sample shall exceed 4 percent of the specified net
quantity of cement in the bag.
NOTE — The matter given in B-1 and B-1.1 are extracts based
on the Standards of Weights and Measures (Packaged
Commodities) Rules, 1977 to which reference shall be made
for full details. Any modification made in these Rules and other
related Acts and Rules would apply automatically.
Sample Size
20
32
50
80
125
200
B-1.2 In case of a wagon/truck load of up to 25 tonne,
the overall tolerance on net quantity of cement shall
be 0 to 0.5 percent.
NOTE — The mass of a jute sacking bag to hold 50 kg of
cement is 531 g, the mass of a 6-ply paper bag to hold 50 kg of
cement is approximately 400 g, the mass of a light weight jute
bag to hold 50 kg of cement is approximately 450 g, the mass
of a HDPE/PP woven sack to hold 50 kg of cement is
approximately 70 g/71 g respectively, and the mass of a jute
synthetic union bag to hold 50 kg of cement is approximately
420 g.
The bags in a sample shall be selected at random. For
methods of random sampling, IS 4905 may be referred
to.
B-1.1 The number of bags in a sample showing a minus
error greater than 2 percent of the specified net quantity
5
IS 269 : 2013
ANNEX C
(Foreword)
COMMITTEE COMPOSITION
Cement and Concrete Sectional Committee, CED 2
Organization
Delhi Tourism and Transportation Development Corporation Ltd,
New Delhi
Representative(s)
SHRI JOSE KURIAN (Chairman)
ACC Ltd, Mumbai
SHRI S. A. KHADILKAR
SHRI SHARAD KUMAR SHRIVASTAVA (Alternate)
Ambuja Cements Limited, Mumbai
SHRI C. M. DORDI
DR A. N. VYASA RAO (Alternate)
Association of Consulting Civil Engineers (India), Bangalore
SHRI AVINASH D. SHIRODE
SHRI K. K. MEGHASHYAM (Alternate)
Atomic Energy Regulatory Board, Mumbai
SHRI L. R. BISHNOI
SHRI SAURAV ACHARYA (Alternate)
Builders’ Association of India, Mumbai
DR NARENDRA D. PATEL
Building Materials and Technology Promotion Council, New Delhi
SHRI J. K. PRASAD
SHRI C. N. JHA (Alternate)
Cement Corporation of India Limited, New Delhi
SHRI R. R. DESHPANDE
SHRI M. K. AGARWAL (Alternate)
Cement Manufacturers’ Association, Noida
SHRI N. A. VISWANATHAN
DR S. K. HANDOO (Alternate)
Central Board of Irrigation and Power, New Delhi
SECRETARY
DIRECTOR (CIVIL) (Alternate)
Central Building Research Institute (CSIR), Roorkee
DR B. K. RAO
DR S. K. AGARWAL (Alternate)
Central Public Works Department, New Delhi
SHRI A. K. GARG
SHRI MANU AMITABH (Alternate)
Central Road Research Institute (CSIR), New Delhi
DR RAKESH KUMAR
DR RENU MATHUR (Alternate)
Central Soil and Materials Research Station, New Delhi
SHRI M URARI RATNAM
SHRI N. SIVAKUMAR (Alternate)
Central Water Commission, New Delhi
DIRECTOR (CMDD)(N&W)
DEPUTY DIRECTOR (CMDD) (NW&S) (Alternate)
Conmat Technolgies Pvt Ltd, Kolkata
DR A. K. CHATTERJEE
Construction Chemicals Manufacturers’ Association, Mumbai
SHRI SAMIR SURLAKER
SHRI UPEN PATEL (Alternate)
Construction Industry Development Council, New Delhi
SHRI P. R. SWARUP
SHRI RAVI JAIN (Alternate)
Delhi Development Authority, New Delhi
CHIEF ENGINEER (QAC)
DIRECTOR (MATERIAL MANAGEMENT) (Alternate)
Engineers India Limited, New Delhi
SHRI VINAY KUMAR
SHRI A. K. MISHRA (Alternate)
Fly Ash Unit, Department of Science and Technology, New Delhi
DR VIMAL KUMAR
Gammon India Limited, Mumbai
SHRI VENKATARAMANA N. HEGGADE
SHRI MANISH MOKAL (Alternate)
Grasim Industries Limited, Mumbai
SHRI A. K. JAIN
DR S. P. PANDEY (Alternate)
Hindustan Construction Company Ltd, Mumbai
DR CHETAN HAAZAREE
SHRI MANOHAR CHERALA (Alternate)
Housing and Urban Development Corporation Limited, New Delhi
SHRI DEEPAK BANSAL
Indian Association of Structural Engineers, New Delhi
PROF MAHESH TANDON
SHRI GANESH JUNEJA (Alternate)
6
IS 269 : 2013
Organization
Representative(s)
Indian Bureau of Mines, Nagpur
SHRI S. S. DAS
SHRI MEERUL HASAN (Alternate)
Indian Concrete Institute, Chennai
SHRI VIVEK NAIK
SECRETARY GENERAL (Alternate)
Indian Institute of Technology Kanpur, Kanpur
DR SUDHIR MISRA
DR SUDIB K. MISHRA (Alternate)
Indian Institute of Technology Madras, Chennai
PROF DEVDAS MENON
DR MANU SANTHANAM (Alternate)
Indian Institute of Technology Roorkee, Roorkee
PROF V. K. GUPTA
DR BHUPINDER SINGH (Alternate)
Indian Roads Congress, New Delhi
SECRETARY GENERAL
DIRECTOR (Alternate)
Institute for Solid Waste Research & Ecological Balance,
Visakhapatnam
DR N. BHANUMATHIDAS
SHRI N. KALIDAS (Alternate)
Jai Prakash Associates Ltd, New Delhi
SHRI M. K. GHOSH
Lafarge India Pvt Ltd, Mumbai
MS. MADHUMITA B ASU
SHRI SANJAY JAIN (Alternate)
Madras Cements Ltd, Chennai
SHRI BALAJI K. MOORTHY
SHRI ANIL KUMAR PILLAI (Alternate)
Military Engineer Services, Engineer-in-Chief’s Branch, Army
Headquarter, New Delhi
MAJ-GEN N. R. K. BABU
SHRI S. K. JAIN (Alternate)
Ministry of Road Transport & Highways, New Delhi
SHRI A. N. DHODAPKAR
SHRI S. K. PURI (Alternate)
National Council for Cement and Building Materials, Ballabgarh
SHRI V. V. ARORA
DR M. M. ALI (Alternate)
National Test House, Kolkata
SHRI B. R. MEENA
SHRIMATI S. A. KAUSHIL (Alternate)
Nuclear Power Corporation of India Ltd, Mumbai
SHRI U. S. P. VERMA
SHRI ARVIND SHRIVASTAVA (Alternate)
OCL India Limited, New Delhi
DR S. C. AHLUWALIA
Public Works Department, Government of Tamil Nadu, Chennai
SUPERINTENDING ENGINEER
EXECUTIVE ENGINEER (Alternate)
Research, Design & Standards Organization (Ministry of Railways),
Lucknow
SHRI R. M. SHARMA
SHRI V. K. YADAVA (Alternate)
Sanghi Industries Limited, Sanghi Nagar
SHRI D. B. N. RAO
DR H. K. PATNAIK (Alternate)
Structural Engineering Research Centre (CSIR), Chennai
DR K. RAMANJANEYULU
SHRI P. SRINIVASAN (Alternate)
The India Cements Limited, Chennai
DR D. VENKATESWARAN
SHRI S. GOPINATH (Alternate)
The Indian Hume Pipe Company Limited, Mumbai
SHRI P. R. BHAT
SHRI S. J. SHAH (Alternate)
The Institution of Engineers (India), Kolkata
DR H. C. VISVESVARAYA
SHRI S. H. JAIN (Alternate)
The National Institute of Engineering, Mysore
DR N. SURESH
SHRI H. N. RAMATHIRTHA (Alternate)
Ultra Tech Cement Ltd, Mumbai
DR SUBRATO CHOWDHURY
SHRI BISWAJIT DHAR (Alternate)
Voluntary Organization in Interest of Consumer Education,
New Delhi
SHRI M. A. U. KHAN
SHRI H. WADHWA (Alternate)
In personal capacity (36, Old Sneh Nagar, Wardha Road, Nagpur)
SHRI L. K. JAIN
In personal capacity (EA-92, Maya Enclave, Hari Nagar, New Delhi)
SHRI R. C. WASON
In personal capacity (E-1, 402, White House Apartments, R.T. Nagar,
Bangalore)
SHRI S. A. REDDI
7
IS 269 : 2013
Organization
Representative(s)
BIS Directorate General
SHRI A. K. SAINI, Scientist ‘G’ and Head (Civ Engg)
[Representing Director General (Ex-officio)]
Member Secretaries
SHRI SANJAY PANT
Scientist ‘E’ & Director (Civ Engg), BIS
SHRI S. ARUN K UMAR
Scientist ‘C’ (Civ Engg), BIS
Cement, Pozzolana and Cement Additives Subcommittee, CED 2 : 1
In personal capacity (E-1, 402, White House Apartments, R.T. Nagar,
Bangalore)
SHRI S. A. REDDI (Convener)
ACC Ltd, Mumbai
SHRI S. A. KHADILKAR
SHRI SHARAD KUMAR SHRIVASTAVA (Alternate)
AIMIL Ltd, New Delhi
DR V. M. SHARMA
SHRI AMAN KHULLAR (Alternate)
All India Mini Cement Manufacturers’ Association, Hyderabad
SHRI S. R .B. RAMESH CHANDRA
SHRI S. SRIKANTH REDDY (Alternate)
Ambuja Cements Ltd, Ahmedabad
SHRI C. M. DORDI
DR A. N. VYASA RAO (Alternate)
Atomic Energy Regulatory Board, Mumbai
SHRI L. R. BISHNOI
SHRI SAURAV ACHARYA (Alternate)
Building Materials and Technology Promotion Council, New Delhi
SHRI J. K. PRASAD
SHRI C. N. JHA (Alternate)
Cement Corporation of India Ltd, New Delhi
SHRI M. K. AGARWAL
SHRIMATI SARASWATHI DEVI (Alternate)
Cement Manufactuters’ Association, Noida
SHRI SUBRATO CHOWDHURY
DR K. C. NARANG (Alternate)
Central Building Research Institute (CSIR), Roorkee
DR B. K. RAO
DR S. K. AGARWAL (Alternate)
Central Electricity Authority, New Delhi
SHRI Y. K. SHARMA
SHRI MOHAN KUMAR (Alternate)
Central Pollution Control Board, Delhi
SHRI J. S. KAMYOTRA
SHRI P. K. GUPTA (Alternate)
Central Public Works Department, New Delhi
SHRI A. K. GARG
SHRI MANU AMITABH (Alternate)
Central Road Research Institute (CSIR), New Delhi
DR A. K. MISRA
SHRI J. B. SENGUPTA (Alternate)
Central Soil and Materials Research Station, New Delhi
SHRI M URARI RATNAM
SHRI N. SIVAKUMAR (Alternate)
Central Water Commission, New Delhi
DIRECTOR, CMDD (N&W)
DEPUTY DIRECTOR, CMDD (NW&S) (Alternate)
Dalmia Cement (Bharat) Limited, New Delhi
DR K. C. N ARANG
SHRI C. S. SHARMA (Alternate)
Fly Ash Unit, Ministry of Science and Technology, New Delhi
DR VIMAL KUMAR
Gammon India Limited, Mumbai
SHRI AVINASH Y. MAHENDRAKAR
SHRI MANISH MOKAL (Alternate)
Grasim Industries Limited, Mumbai
SHRI A. K. JAIN
DR S. P. PANDE (Alternate)
Gujarat Engineering Research Institute, Vadodara
SHRI B. M. RAO
SHRI K. L. DAVE (Alternate)
Hindustan Construction Company Limited, Mumbai
SHRI S. K. DHARMADHIKARI
SHRI K. R. VISWANATH (Alternate)
Indian Concrete Institute, Chennai
DR ANANT M. PANDE
SECRETARY GENERAL (Alternate)
8
IS 269 : 2013
Organization
Representative(s)
Indorama Cement Limited, Mumbai
SHRI SANJEEV PARASRAMPURIA
BRIG R. V. SEETARAMAIAH (Alternate)
Institute for Solid Waste Research & Ecological Balance
(INSWAREB), Visakhapatnam
DR N. BHANUMATHIDAS
SHRI N. KALIDAS (Alternate)
Lafarge India Limited, Mumbai
SHRI M. K. CHAUDHARY
SHRI ANIL PARASHAR (Alternate)
Madras Cements Ltd, Chennai
SHRI BALAJI K. MOORTHY
SHRI ANIL KUMAR PILLAI (Alternate)
Maharashtra Engineering Research Institute, Nasik
SCIENTIFIC RESEARCH OFFICER
ASSISTANT RESEARCH OFFICER (Alternate)
Military Engineer Services, Engineer-in-Chief Branch, Army
Headquarter, New Delhi
BRIG RAJESH TYAGI
COL MUKESH CHOPRA (Alternate)
Ministry of Commerce & Industry, New Delhi
SHRI P. K. JAIN
SHRI SHAISH KUMAR (Alternate)
Ministry of Shipping, Road Transport & Highways, New Delhi
SHRI A. K. SHARMA
SHRI HARICHAND ARORA (Alternate)
National Council of Cement and Building Materials, Ballabgarh
DR M. M. ALI
DR S. HARSH (Alternate)
National Hydrolectric Power Corporation Limited, Faridabad
SHRI A. K. JAIN
National Test House, Kolkata
SHRI D. V. S. PRASAD
DR MOITRAYEE DEVI (Alternate)
NTPC Ltd, New Delhi
SHRI A. VIJAYARAMAN
SHRI MASOOM ALI (Alternate)
OCL India Limited, New Delhi
DR S. C. AHLUWALIA
Orkla India Pvt Ltd, Navi Mumbai
SHRI KSHMENDRANATH P.
SHRI PRASHANT JHA (Alternate)
Public Works Department, Government of Tamil Nadu, Chennai
JOINT CHIEF ENGINEER (IRRIGATION)
EXECUTIVE ENGINEER (Alternate)
Ready Mixed Concrete Manufacturers’ Association, Mumbai
SHRI VIJAYKUMAR R. KULKARNI
Research, Design and Standards Organization (Ministry of Railways),
Lucknow
DEPUTY DIRECTOR (B&F)
ASSTT DESIGN ENGINEER (B&F) (Alternate)
Tamil Nadu Minerals Limited, Chennai
SHRI K. SUMANTH BABU
Tata Steel Ltd, Jamshedpur
SHRI INDRANIL CHAKRABARTI
Ultra Tech Cement Ltd, Mumbai
SHRI SUBRATO CHOWDHURY
SHRI BISWAJIT DHAR (Alternate)
In personal capacity (II/69, President’s Estate, New Delhi)
SHRI K. H. BABU
Panel for Revision of Cement Standards, CED 2 : 1/P1
In personal capacity (II/69, President’s Estate, New Delhi)
SHRI K. H. BABU (Convener)
AIMIL Ltd, New Delhi
DR V. M. SHARMA
SHRI AMAN KHULLAR (Alternate)
Cement Manufacturers’ Association, Noida
DR D. GHOSH
SHRI SANJAY JAIN (Alternate)
Central Building Research Institute (CSIR), Roorkee
DR S. K. AGARWAL
SHRI NEERAJ JAIN (Alternate)
Central Public Works Department, New Delhi
SHRI A. K. GARG
SHRI MANU AMITABH (Alternate)
Military Engineer Services, Engineer-in-Chief’s Branch, Army
Headquarter, New Delhi
SHRI P. K. JAIN
LT-COL PRADEEP TIWARI (Alternate)
National Council for Cement and Building Materials, Ballabgarh
DR S. HARSH
DR U. K. MANDAL (Alternate)
Ready Mixed Concrete Manufacturers’ Association, Mumbai
SHRI VIJAYKUMAR R. KULKARNI
SHRI S. D. GOVILKAR (Alternate)
9
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Text Affected
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